Laserfiche WebLink
CL <br />BAR MOUNTING PLATE <br />PROVIDE 2X BLOCKING <br />GRAB BAR <br /> NOMINAL DIA. <br />BRACKET PER MFR REQ'TS <br />ATTACHED MOUNTING <br />11 2"1 1/4" -2" <br />EQ <br />. <br />EQ <br />. <br />PARTITION WITH GYP. BOARD <br />TYPICAL BOTH SIDES. SEE <br />CONSTRUCTION PLAN FOR WALL TYPE. <br />NEW INTERIOR FINISH, REFER TO <br />FINISH PLAN. <br />FLANGE COVER PLATE <br />33 <br />" <br /> <br />- <br /> <br />3 <br />6 <br />" <br /> <br />A <br />. <br />F <br />. <br />F <br />. <br />GRAB BAR DETAIL <br />PARTITION TOP TRACK <br />TOP TRACK, ANCHORED TO DIAGONAL BRACING WITH <br />(2) #8 1-1/4" SCREWS, MIN. DO NOT MOUNT TO <br />CEILING GRID OR TILE. <br />CEILING AS SCHEDULED <br />WALL TYPE- PER PARTITION SCHEDULE <br />SCRIBE WALL BOARD TO CEILING GRID AND TRIM <br />NEAT AND TRUE. <br />BRACE TO STRUCTURE, ALTERNATE SIDES. USE <br />METAL STUDS AT 4'-0" O.C. MAX. MATCH WALL STUD <br />SIZE & GAUGE (3-5/8" 20 GA. MIN). PROVIDE BENT <br />LEG & FASTEN TO TOP TRACK WITH 5/32" DIA. SHOTS <br />PINS (ESR-1663). MAX. LENGTH OF BRACE 25'-0". <br />TYPICAL FULL-HEIGHT PARTITION <br />BASE AS SCHEDULED <br />EXISTING WALL FRAMING <br />EXISTING INTERIOR FINISH. PATCH, REPAIR AND REFINISH <br />AS SCHEDULED. <br />EXISTING HEADER <br />NEW TOP PLATE: ATTACH TO EXISTING FRAMING WITH <br />APPROVED FASTENERS @ 12" O.C. <br />2X4 (V.I.F.) WOOD STUDS WITH ONE LAYER 5/8" TYPE 'X' <br />GYPSUM BOARD EACH SIDE. DRYWALL TO BE SECURED TO <br />STUDS BY 1-1/4" SCREWS AT 6" O.C. AT SEAMS AND 12" O.C. <br />AT FIELD; PROVIDE SOUND BATT INSULATION. <br />AL <br />I <br />G <br />N <br />DOOR OPENING WALL INFILL <br />NOTE: <br />1.GENERAL CONTRACTOR TO VERIFY EXISTING STUD SIZE. <br />NE <br />W <br /> <br />W <br />A <br />L <br />L <br /> <br />I <br />N <br />F <br />I <br />L <br />L <br /> <br />A <br />R <br />E <br />A <br />FR <br />O <br />M <br /> <br />E <br />X <br />I <br />S <br />T <br />I <br />N <br />G <br /> <br />D <br />O <br />O <br />R <br /> <br />O <br />P <br />E <br />N <br />I <br />N <br />G <br />EX <br />I <br />S <br />T <br />I <br />N <br />G <br />FLOOR FINISH AS SCHEDULED <br />SCHEDULED FINISH TO MATCH AND ALIGN WITH <br />EXISTING ADJACENT SURFACE(S). <br />2X CONT. TOP PLATE W/#10 x 3" <br />WOOD SCREW AT NEW BLOCKING. <br />PARTITION- REFER TO <br />PARTITION SCHEDULE ON <br />CONSTRUCTION PLAN <br />NEW 4X FRAMING AT 48" O.C. W/ <br />SIMPSON A35 EACH END, EACH SIDE <br />EXISTING PURLINS <br />PARTITION TO ROOF STRUCTURE <br />WALL PARALLEL TO ROOF FRAMING <br />2X BLOCKING. <br />2x4 WOOD STUDS @ 16" O.C. W/ 5/8" <br />TYPE 'X' GYP. BD. @ EA. SIDE <br />2X4 SILL PLATE W/ ANCHOR BOLTS. <br />SEE STRUCTURAL DRAWINGS. <br />SCHEDULED WALL BASE <br />FINISH FLOOR, WHERE OCCURS, <br />O/ EXISTING CONC SLAB <br />PE <br />R <br /> <br />R <br />E <br />F <br />L <br />. <br /> <br />C <br />E <br />I <br />L <br />I <br />N <br />G <br /> <br />P <br />L <br />A <br />N <br />SOUND BATT INSULATION, TYPICAL <br />ALL NEW WALLS <br />2x4 DBL TOP PLATE <br />SUSPENDED/FRAMED CEILING, <br />WHERE OCCURS <br />EXTEND FRAMING TO UNDERSIDE OF <br />STRUCTURE AND PROVIDE POSITIVE <br />CONNECTION <br />LINE OF STRUCTURE ABOVE <br />2x4 SILL PLATE W/ ANCHOR BOLTS @ <br />24" O.C. SEE STRUCTURAL DRAWINGS. <br />AL <br />I <br />G <br />N <br />PARTITON TO FLOOR JOIST <br />(E) FLOOR JOISTS WHERE OCCURS <br />MATCH RUNNER TRACK W/ #10 x 1-1/2" <br />WOOD SCREWS AT EACH JOIST. <br />NON-BEARING METAL STUDS WERE <br />OCCURS. <br />WALL PERPENDICULAR TO ROOF FRAMING <br />CEILING AS SCHEDULED- REFER TO RCP <br />8' <br />- <br />0 <br />" <br />CE <br />I <br />L <br />I <br />N <br />G <br /> <br />H <br />E <br />I <br />G <br />H <br />T <br /> <br />( <br />V <br />. <br />I <br />. <br />F <br />. <br />) <br />PARTITION- REFER TO PARTITION SCHEDULE <br />ON CONSTRUCTION PLAN <br />TOP OF SLAB OR FLOOR LEVEL <br />REFER TO SPECIFIED DETAIL FOR BRACE <br />FRAMING <br />CEILING HEIGHT PARTITION <br />13 <br />- <br />11 <br />D-2 <br />16 <br />' <br />- <br />0 <br />" <br /> <br />T <br />O <br /> <br />S <br />T <br />R <br />U <br />C <br />T <br />U <br />R <br />E <br /> <br />A <br />B <br />O <br />V <br />E <br /> <br />( <br />V <br />. <br />I <br />. <br />F <br />. <br />) <br />NOTE: <br />1.PARTITION BRACING SHALL NOT BE ATTACHED TO CEILING GRID. GENERAL CONTRACTOR TO VERIFY EXISTING STUD <br />SIZE AND MATCH WHERE NEW PARTITION ABUTS EXISTING. <br />45° <br />UNDERSIDE OF STRUCTURE ABOVE <br />14 <br />- <br />SOUND BATT INSULATION IN CAVITY - <br />REFER TO PARTITION SCHEDULE <br />12 <br />- <br />11 <br />2" <br />2 <br />1 <br />/ <br />2 <br />" <br />3" <br />34 <br />" <br /> <br />M <br />A <br />X <br />. <br />24" MAX. <br />U.O.N. <br />PLASTIC LAMINATE BASE <br />ADJUSTABLE SHELVES ON 5MM <br />DIA. ROW HOLES 32MM O.C. MIN. <br />& 2" MAX., EQUALLY SPACED FROM <br />FRONT AND BACK <br />SCHEDULED COUNTERTOP <br />SCHEDULED BACKSPLASH <br />DOUG MOCKETT DP3B TAB PULL. <br />LOWER CABINET WITH DOOR <br />PLASTIC LAMINATE CABINET DOOR <br />WHITE MELAMINE INTERIOR, TYP. <br />PLASTIC LAMINATE BASE <br />PLASTIC LAMINATE CABINET DOOR <br />DOUG MOCKETT DP3B TAB PULLS. <br />SCHEDULED COUNTERTOP <br />34 <br />" <br /> <br />M <br />A <br />X <br />. <br />11 <br />2" <br />2 <br />1 <br />/ <br />2 <br />" <br />SCHEDULED BACKSPLASH <br />24" MAX. <br />U.O.N. <br />ACCESSIBLE CABINET WITH SINK <br />WHITE MELAMINE INTERIOR, TYP. <br />9" <br /> <br />M <br />I <br />N <br />. <br />27 <br />" <br /> <br />M <br />I <br />N <br />. <br />8" MIN. <br />6" MAX. <br />31 2" <br />ACCESSIBLE SINK- REFER TO <br />PLUMBING PLANS <br />11" MIN. <br />17" MIN. <br />TOE KICK- INTEGRAL W/ <br />LOWER CABINET DOOR <br />HANDRAIL SECTIONS <br />COMMERCIAL GRADE BRACKET WELDED TO <br />RAILING AND ATTACHED TO CONCRETE WALL <br />w/ EXPANSION ANCHORS. BRACKET AND <br />ANCHOR TO SUPPORT MIN. 250 LBS. <br />FRAMED WALL <br />1 1/2"1 1/2" <br />1 <br />1 <br />/ <br />2 <br />" <br />WALL BACKING AS REQUIRED <br />STEEL PIPE RAILING -TO BE PAINTED <br />CONCRETE TO CARPET FLOOR TRANSITION <br />VINYL TRANSITION STRIP <br />JOHNSONITE, # CTA-XX-A <br />COLOR: T.B.D <br />SEALED CONCRETE FLOOR <br />CARPET AS SCHEDULED <br />CONCRETE TO SHEET VINYL FLOOR TRANSITION <br />VINYL TRANSITION STRIP <br />SCHLUTER SCHIENE <br />COLOR: T.B.D <br />SEALED CONCRETE FLOOR <br />SHEET VINYL AS SCHEDULED <br />LVT TO CARPET FLOOR TRANSITION <br />VINYL TRANSITION STRIP <br />SCHLUTER RENO-U <br />T.B.D <br />LVTFLOORING AS SCHEDULED <br />CARPET AS SCHEDULED <br />SHEET VINYL TO CARPET FLOOR TRANSITION <br />VINYL TRANSITION STRIP <br />JOHNSONITE, # CTA-XX-A <br />COLOR: T.B.D <br />SHEET VINYL FLOORING AS <br />SCHEDULED <br />CARPET AS SCHEDULED <br />10 <br />" <br /> <br />M <br />I <br />N <br />. <br />MA <br />T <br />C <br />H <br /> <br />E <br />X <br />I <br />S <br />T <br />I <br />N <br />G <br /> <br />I <br />F <br /> <br />M <br />O <br />R <br />E <br /> <br />T <br />H <br />A <br />N <br /> <br />1 <br />0 <br />" <br />EXITING STOREFRONT DOOR <br />CONCRETE WALL BEYOND <br />WEATHER STRIP <br />EXISTING 1/2" HIGH ALUMINUM <br />THRESHOLD SET IN MASTIC <br />SLOPE CONCRETE WALK <br />AT EXTERIOR, AT MAX. 2% <br />1/ <br />2 <br />" <br /> <br />M <br />A <br />X <br />. <br />1/2" EXP. JOINT MATERIAL <br />DOOR THRESHOLD <br />1/ <br />4 <br />" <br />MA <br />X <br />. <br />2 <br />1 <br />D-11 <br />2 <br />3 <br />4 <br />5 <br />6 <br />7 <br />8 <br />9 <br />10 <br />11 <br />13 <br />DE <br />T <br />A <br />I <br />L <br />S <br />LA <br />N <br />D <br />L <br />O <br />R <br />D <br /> <br />I <br />M <br />P <br />R <br />O <br />V <br />E <br />M <br />E <br />N <br />T <br />SH <br />E <br />E <br />T <br /> <br />T <br />I <br />T <br />L <br />E <br />: <br />JO <br />B <br /> <br />T <br />I <br />T <br />L <br />E <br />: <br />HA <br />R <br />B <br />O <br />R <br /> <br />B <br />U <br />S <br />I <br />N <br />E <br />S <br />S <br /> <br />P <br />A <br />R <br />K <br />36 <br />2 <br />5 <br /> <br />M <br />A <br />C <br />A <br />R <br />T <br />H <br />U <br />R <br /> <br />B <br />L <br />V <br />D <br />, <br /> <br />S <br />U <br />I <br />T <br />E <br />S <br /> <br />3 <br />0 <br />7 <br />- <br />3 <br />0 <br />8 <br />SA <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />, <br /> <br />C <br />A <br /> <br />9 <br />2 <br />7 <br />0 <br />4 <br />REVISIONS <br />24-236.16 <br />1215 <br />14 <br />1 <br />1 <br />1 <br />1 <br />1 1 <br />2025 <br />3625 W MacArthur Blvd <br />#30712/9/2024